?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=IDA+%26+Cloud+Method+for+Fragility+Assessment+of+Bare+%26+Infilled+Steel+Frame+Structures&rft.creator=Nassirpour%2C+A&rft.creator=Song%2C+B&rft.creator=D'Ayala%2C+D&rft.description=In+this+study%2C+the+seismic+performance+of+two-+and+four-+storey+steel+framed+structures+has+been+assessed+and%0D%0Acompared+in+terms+of+capacity+and+fragility.+Full+scale+three-dimensional+models+of+the+selected+structures+have%0D%0Abeen+simulated+once+as+bare+steel+frame+and+once+while+considering+the+effect+of+masonry+infilled+panels%2C+to+have%0D%0Athe+most+realistic+representation.+Furthermore%2C+the+selected+structures+have+been+designed+following+two+methods%0D%0Aof+only+gravity+loading+and+considering+additional+seismic+excitation.+The+seismic+behaviour+has+been+evaluated%0D%0Athrough+Incremental+Dynamic+Analysis+(IDA)+and+the+Cloud+method+(NLTHA).+A+comparison+of+resultant%0D%0Astructural+behaviour+and+fragility+functions+for+both+bare+and+infilled+cases+indicates+that+the+structural+effect+of%0D%0Amasonry+infill+panels+should+not+be+neglected%2C+as+they+have+a+significant+influence+on+the+lateral+stiffness%2C+strength%0D%0Aand+ductility+of+the+entire+structural+system+and+ignoring+it+would+be+hazardous.&rft.subject=Incremental+Dynamic+Analysis+(IDA)%3B+Cloud+Method%3B+Nonlinear+Time+History%3B+Fragility+Curve%3B+Infilled+Steel+Frame&rft.publisher=National+Information+Centre+of+Earthquake+Engineering&rft.date=2017&rft.type=Proceedings+paper&rft.language=eng&rft.source=+++++In%3A++Proceedings+of+the+16th+World+Conference+on+Earthquake+Engineering.++(pp.+pp.+1-12).++National+Information+Centre+of+Earthquake+Engineering%3A+Santiago%2C+Chile.+(2017)+++++&rft.format=text&rft.identifier=https%3A%2F%2Fdiscovery.ucl.ac.uk%2Fid%2Feprint%2F1551371%2F1%2FNassirpour_IDA_Cloud%2520method_steel_.pdf&rft.identifier=https%3A%2F%2Fdiscovery.ucl.ac.uk%2Fid%2Feprint%2F1551371%2F&rft.rights=open